2010 IEEE International Conference on Industrial Engineering and Engineering Management 2010
DOI: 10.1109/ieem.2010.5675614
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Selection of construction method for large section soil tunnel and analysis of monitoring results during construction period

Abstract: Relying on the background of large section soil tunnel engineering, the numerical simulation on three excavation methods for soil tunnel including bench method, arch heading method and cross diaphragm were carried out. Results show that the arch heading method is confirmed as optimum for this project by comparative analysis. And then, according to the monitoring results of the arch heading method, stress development laws and deformation characteristics of surrounding rock and supporting structure of large sect… Show more

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“…USTs in the world: (A) UST in PARI, Japan, 32 (B) UST at Dalian University of Technology (DUT), China, 33 (C) Large Hydro‐Geo Flume (LHGF) in PARI, Japan, 34 (D) UST at Hohai University (HHU), China, 35 (E) UST array system (USTAS) at Tianjin University (TJU), China, 28,29 and (F) USTAS in NFEES (being built), China 31,36 . NFEES, national facility for earthquake engineering simulation; PARI, Port and Airport Research Institute; UST, underwater shaking table; USTAS, UST array system.…”
Section: Introduction To Ustsmentioning
confidence: 99%
“…USTs in the world: (A) UST in PARI, Japan, 32 (B) UST at Dalian University of Technology (DUT), China, 33 (C) Large Hydro‐Geo Flume (LHGF) in PARI, Japan, 34 (D) UST at Hohai University (HHU), China, 35 (E) UST array system (USTAS) at Tianjin University (TJU), China, 28,29 and (F) USTAS in NFEES (being built), China 31,36 . NFEES, national facility for earthquake engineering simulation; PARI, Port and Airport Research Institute; UST, underwater shaking table; USTAS, UST array system.…”
Section: Introduction To Ustsmentioning
confidence: 99%